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| 1 | Item Rate BoQ BoQ_Ver4.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Managing Director, MMMOCL Name of Work: Viaduct Maintenance Work of Line 2A and Line 7 for Four Years. Tender Reference No.: Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description Item Code / Make Qty Units Estimated Rate(Excl. GST) Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Per Unit Rate(Excluding taxes @18%)Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes(51=4*13) TOTAL AMOUNT with Taxes(53=51*1.18) TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Schedule A - Non-DSR Items: |
| 3 | Structural Repairs - Providing and applying epoxy mortar for repairs to crack portion of RCC columns, Piers, Beams, Girders, Diaphraghms, slabs, parapets, pedestals, etc. Including chipping, the loose cracked concrete, cleaning the surface and removing the rush thoroughly and completed by means of wire brushes, sand blasting and washing with water etc. rebuilding the section by first applying one coat of epoxy primer coat of araldite/ GY 257 and hardner HY840 in proportion of 100:50 by weight. applying epoxy mortar prepared by mixing araldite hardner and quartzite sand in 100:50:900 proportion By weight in required shape and architectural finishes. If any finishing the surface smooth including applying a seal coat of araldite and hardener in 100:50 proportion by weight with stiff nylon on site brush etc.complete as specified as directed. Man Lifter for execution of the above item will be provided by MMMOCL. |
| 4 | Structural Repairs - Dismantling existing RCC pedestals etc. with maximum care without damaging the existing reinforcement including cleaning the reinforcement and disposing off the dismantling material safely without causing any disturbance to the traffic and public general etc. complete as specified as directed. Man Lifter for execution of the above item will be provided by MMMOCL. |
| 5 | Elastomeric Bearing Replacement or realignment - Replacing/Refixing defective elastomeric bearings including arrangement for lifting and lowering the span by providing and operating suitable hydraulic jacks of minimum capacity 300MT with check nut, tilting saddle and hydraulic power pack (as approved by MMMOCL), cleaning of pier caps, dismantling and disposing of existing grout below/above the bearing with all leads and lifts, hacking /roughening of pedestal top, chipping of concrete as per the methodology approved by MMMOCL. The bearings shall be placed over M.S stool/ plate, to be placed/ positioned on the pedestal and a straight/tapered plate shall be placed between the soffit of girder and bearing as per site condition (cost of tapered plate shall be paid separately). Fixing the straight/tapered plate to the soffit of girder by Conbextra EP-75 or equivalent and applying epoxy mortar (Nitomotar 30 or equivalent) of approved brand. The rates include all other items i/c tools, water, electricity, generator, compressor, safety net all around, tools & plants, Labour and material, lead, lift, taxes etc. complete. (If new bearing is required, payment made separately). The entire work shall be executed within the framework of overall bearing and repair methodology or any modification as directed by engineer in charge. The sky lift shall be provided at site till the completion of bearing replacement work and no fixed hours are specified. The safety and security of all equipments / machinery/ material will lie with agency.(NOTE: THE PAYMENT UNDER THIS ITEM SHALL COVER LIFTING OF ONE END OF VIADUCT SPAN (BOTH U-GIRDER) FOR REREPLACING ONE OR MORE BEARINGS / PEDESTALS REPAIRING). |
| 6 | Elastomeric Bearing Replacement or realignment - Providing plane & machine tapered (with roughened top surface) M.S plate of specified thickness as per site requirement/gradient of soffit of girder. The plate shall be coated with anti-corrosive epoxy primer & paint of approved brand before placing it above/below bearing. All the dimensions of the tapered plate will be decided through pre-inspection of locations. |
| 7 | Elastomeric Bearing Replacement or realignment -Providing & placing in position Micro concrete for reinforced pedestal works which shall be cement based pre packed. Single component, Chloried free, Non shrink, Free flow, Self compacting. Ready to use after mixing water in specified proportion obtained from approved manufacturer as per manufacturer's specification and direction of engineer-in-charge [payment under this item shall be made only after proper sounding/ tapping with a blunt metal instruments].Man Lifter for execution of the above item will be provided by MMMOCL. |
| 8 | Elastomeric Bearing Replacement or realignment - Supply and providing of 3 compound mixture of epoxy resin grout like EP75 Epoxy grout or similar of at contract surface at bearing bottom and pedestal top as per approved drawing, to fill gap between contract surface of in between pedestal and bearing. Work will be executed as per drawings and specification and instruction of Engineer in Charge. Rate includes all Labour and material, tools & plants, lead, lift etc. complete. Man Lifter for execution of the above item will be provided by MMMOCL. |
| 9 | Elastomeric Bearing Replacement or realignment - Supply and injection of Sikadur UF 53 grout or similar of at contact surfaces as MS plate top over bearing and soffit of girder as per MMMOCL, to fill the gap between contact surface of girder and MS plate over bearing. Rate including all Labour, material, lead, lift, placing at proper location on prepared pedestal etc. complete. Man Lifter for execution of the above item will be provided by MMMOCL |
| 10 | Elastomeric Bearing Replacement or realignment - Fabrication, erection (including removing/dismantling after completion of work) of scaffolding for stagging work around the pier to facilitate lifting of materials, Jacks, storing material, lifting small tools & machinery. movement of workers, cleaning and repairing of bearing etc at pier head location. Rate includes all labour, material, tools and plants, lead, lift, etc complete to execute the work of surveying and repairing of seating of bearing/ replacement of bearing. |
| 11 | Elastomeric Bearing Replacement or realignment - Providing diesel operated sky lift/man lifter of approved make and having minimum 4 persons lifting capacity to stand in bucket for bearing inspection which has to be done before bearing replacement work to be undertaken. (The cost of diesel, oil, consumables, operators, helpers etc. complete in all respect with minimum working height up to 25m to reach the top of parapet of viaduct are inclusive). The sky lift shall be provided with an engineer of agency to assist MMMOCL engineer for inspection and measurement work done before bearing replacement and After bearing replacement. All safety equipment’s such as road blocks, caution tapes, lights etc. are inclusive in the rates and are to be provided on priority basis. Any helper/ labor required will also be provided by agency within this item. |
| 12 | Elastomeric Bearing Replacement or realignment - Supply of trained uniformed traffic warden with necessary gadgets i.e whistle, LED flash light, traffic safety baton light, other necessary tools & equipments. includes the permission from local traffic police on requirement basis as per instructions of MMMOCL. |
| 13 | Elastomeric Bearing Replacement or realignment - Providing at site approved quality ELASTOMERIC bearing confirming to IRC: 83 (Part-II) ( of any dimension) from specified manufacturer as directed by MMRDA/MORTH vendor list. The supply of ELASTOMERIC bearings shall be accompanied by all relevant test certificates as approved by RDSO and are to be submitted to MMMOCL for verification before replacement of bearings the safety and integrity of bearings at site lies solely with the agency and nothing shall be paid extra. Testing of bearings will be done for a Lot of 50 bearings each for which two additional bearings will be supplied free of cost. The dimensions of bearing to be placed shall be directed by engineer in charge. |
| 14 | Detailed Inspection of POT PTFE bearings - Carrying out Detailed Inspection of bearings as per relavent IRC Clauses and Preparing report along with distresses observed and remedial measures to be taken including arrangements of man lifter. |
| 15 | maintenance of POT PTFE bearings -Carrying out maintenance of POT Bearings for any distresses after carrying lifting of one end of span. (Item rate inclusive of manlifter) |
| 16 | maintenance of POT PTFE bearings - Replace the elastomeric pad (Item rate inclusive of manlifter) |
| 17 | maintenance of POT PTFE bearings - Cleaning and Greasing of Top plate of Sliding, LG nad TG Bearings. (Item rate inclusive manlifter) |
| 18 | maintenance of POT PTFE bearings - Resetting of the existing Pot bearings if unequal Load transfer on the bearings excluding lifting of span. (Item rate inclusive of manlifter) |
| 19 | maintenance of POT PTFE bearings - Strengthening of Pedestal Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation, lead-lift & manlifter etc:- By Epoxy grouting |
| 20 | maintenance of POT PTFE bearings - Strengthening of Pedestal Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation, lead-lift & manlifter etc:- By dowelling 16mm dia in 20mm dia hole 100mm depth. |
| 21 | maintenance of POT PTFE bearings - Strengthening of Pedestal Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation, lead-lift & manlifter etc:- By adding reinforcement |
| 22 | maintenance of POT PTFE bearings - Strengthening of Pedestal Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation, lead-lift & manlifter etc:- By micro-concrete with 40% 10mm aggregate |
| 23 | maintenance of POT PTFE bearings - Painting Work Specifications for Pot-PTFE Bearings The metal components (pot, piston, etc.) of Pot-PTFE bearings require robust anticorrosion protection. The standard practice involves a multi-coat system, often an inorganic zinc silicate primer or a zinc-rich epoxy primer, followed by intermediate and top coats. Key requirements generally include: 1)Surface Preparation: All steel surfaces must be thoroughly cleaned to achieve astandard of cleanliness at least equal to Sa 2½ (Near White Metal Blast Cleaning) or Wire brushing, Surfaces must be free from rust, mill scale, grease, dirt, and other contaminants.2)Paint System: A typical durable system includes: a)Primer: One coat of inorganic zinc silicate primer or zinc-rich epoxy primer, with a dry film thickness (DFT) of around 75 microns.Intermediate Coat: One or two coats of epoxy or high-build epoxy paint, with a DFT of around 75-100 microns per coat. b)Top Coat: One or two coats of a durable finish, such as polyurethane (PU) or synthetic elastomeric coating cum paint, providing UV resistance and the final color (often grey or as specified by the engineer), with a DFT of around 50-75 microns per coat. c)Total Dry Film Thickness (DFT): The total minimum DFT of the coating system typically ranges from 200 to 250 microns. Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation, lead-lift & manlifter etc. |
| 24 | Expansion joint - Removal of existing expansion joint & grinding of the edges to remove the adhesive, epoxy grout and supply of new Expansion joint with installation charges by recommended sikadur. |
| 25 | Expansion joint - Expansion joints water proofing treatment on viaduct portion1. Cleaning the existing concrete surface (Expansion Joint) 2. Application of Epoxy Adhesive Adhesive ( UNIBOND E-FLEX or Any equivalent Epoxy Adhesive ) on the edges of the Expansion Joint Tape 3. Fixing the Expansion Joint Tape (SCON TPE Size 1mm Thickness x 150mm up to 1000mm Width x 20 mtr Length ) over the adhesive 4. Again application of Epoxy Adhesive on top of the Expansion Joint tapes on both sides |
| 26 | Steel Structure painting - Cleaning the existing steel surface by mechanical means such as sand blasting Or Hand wire brushing so as to remove all the existing loose rust etc. Using cotton waste swab and apply Rusticide as approved by Engineer in charge rust converting, steel passivating, flash rust preventing sulphate and chloride free, non-alkaline, inorganic single component, and nano film forming surface passivator (conforms to IS 9077- 1979 (reaffirmed 1997) App. B CI. 5.3.3 for procedure). After 24 hours remove the free / loose rust particles by simple dusting with brush. Providing and applying one coat of Two component, anti-corrosive, solvent free, substituted long chain nylon reticulant based coating/primer LCNR as approved by Engineer in charge. This should be followed by two coats of protective two component, acryclic polyisocyanate reticulant based, UV resistant anticorrosive coating of APR as approved by Engineer in charge. Apply the coats by brush or spray at 4-6 hours interval between each coat. Two Component, Air Drying, Acryclic Polyisocyanate Reticulant (APR) based Coating should have following properties: 1. Volume Solids: 40 ± 3% (Depending upon shade) 2. Adhesion (ASTM D 4541): > 500 psi (Concrete Failure) 3. Impact Resistance (ASTM G14): 25 - 30 J 4. Conformance: IS 13213 5. Dry Film Thickness/Coat: 40-50 microns at recommended coverage It shall be applied as per manufacturer‘s specification.Itemrate inclusive of all materials, labours, supervision, tools, tackles, transportation, leadlift & manlifter etc. |
| 27 | PICC Coating Concrete Bridge - PICC filling for Honey combing area at concrete surface:-Providing and applying Poly Ironite Ceramic Cementitious (PICC) material of Self cureing ,High Abrasion resistant, Non shrink ,High strength,UV resistant, repair mortar coating on Kelox water missble epoxy of concrete surface fill the honey combing area etc. on tacky primer coat upto 10mm to 100 mm thickness or as per the surface conditions including Cleaning the concrete surface of bridge by grinding the surface by grinder machine with wire brush/diamond wheel, removing existing loose particles etc. by using grinder, wire brush, breaker machine, water jet(using other mechanical / manual means) also removing of algae fungi by special chemical of clonon. etc. complete with all leads and lifts, Material, Machinery, Labour, scaffolding etc. complete as per specification and as directed by engineer-in-charge |
| 28 | Pier Painting - ANTI CARBONATION PAINT: Supply and Application of primer + two coats of 100% acrylic breathable, anti-carbonation, heat insulating, decorative external paint of approved make and shade to Viaduct and/or Stations of any height. Before giving this treatment, the entire surface shall be thoroughly cleaned to remove dust, dirt, oil etc by means of Jet Spray or as directed by Engineer. The cracks, if any, shall be filled with acrylic polymeric non-shrink auto suction crack filler putty of approved make andshade. On such prepared surface, apply primer+ two coats of above sa 5/10 approvedpaint as per manufacturers specifications/methodology all complete for all leads andlifts, scaffolding and all labour etc. and also includes numbering on piers as perspecifications etc complete as directed to the satisfaction of Engineer. Acrylic paintshall be spray/brush/roller applied and shall conform to the Technical specificationsmention in annexure C:- For Pier |
| 29 | Pier Painting - ANTI CARBONATION PAINT: Supply and Application of primer + two coats of 100% acrylic breathable, anti-carbonation, heat insulating, decorative external paint of approved make and shade to Viaduct and/or Stations of any height. Before giving this treatment, the entire surface shall be thoroughly cleaned to remove dust, dirt, oil etc by means of Jet Spray or as directed by Engineer. The cracks, if any, shall be filled with acrylic polymeric non-shrink auto suction crack filler putty of approved make andshade. On such prepared surface, apply primer+ two coats of above sa 5/10 approvedpaint as per manufacturers specifications/methodology all complete for all leads andlifts, scaffolding and all labour etc. and also includes numbering on piers as perspecifications etc complete as directed to the satisfaction of Engineer. Acrylic paintshall be spray/brush/roller applied and shall conform to the Technical specificationsmention in annexure C:- For Pier cap |
| 30 | Pier Painting - ANTI CARBONATION PAINT: Supply and Application of primer + two coats of 100% acrylic breathable, anti-carbonation, heat insulating, decorative external paint of approved make and shade to Viaduct and/or Stations of any height. Before giving this treatment, the entire surface shall be thoroughly cleaned to remove dust, dirt, oil etc by means of Jet Spray or as directed by Engineer. The cracks, if any, shall be filled with acrylic polymeric non-shrink auto suction crack filler putty of approved make andshade. On such prepared surface, apply primer+ two coats of above sa 5/10 approvedpaint as per manufacturers specifications/methodology all complete for all leads andlifts, scaffolding and all labour etc. and also includes numbering on piers as perspecifications etc complete as directed to the satisfaction of Engineer. Acrylic paintshall be spray/brush/roller applied and shall conform to the Technical specificationsmention in annexure C:- For Anticrash barrier |
| 31 | CORE CUTTING - Core cutting of member of RCC/PCC of all grades 100 mm dia and 200mm thick RCC/PCC work |
| 32 | CORE CUTTING -Core cutting of member of RCC/PCC of all grades 200 mm dia and 150mm thick RCC/PCC work |
| 33 | Removal debris - Removal of broken slabs/stones/ debris/silt/vegetations etc., from station premises including Load/ unload/transport and disposal at MCGM-approved dumping area. Tractor / Trip=Nos |
| 34 | steps of emergency walkway on Beacon sensor - Supply and installation of FRP steps of 510mm length x 300mm breadth x 40mm height with the help of FRP angle of size 50x50x6mm thickness and GI bolt of size 90mm x 8mm anchoring arrangement including provision of retroreflective FRP strip of 40mm width, all includes with men, material and transport. |
| 35 | Bund wall - Construction of bund wall around the periphery for pier cap and providing suitable arrangement to drain out collected water with the below scope of work. 1. Cleaning of pier cap.2. Surface preparation to make bund wall by hacking, cleaning and applying Nitobond EP for making proper bond between old surface and new surface. 3. Construction of brick work with the help of first-class bricks and ready-made mortar (Ultratech building material). 4. Plastering and painting over brick work. 5. Corner preparation by rich cement slurry (Gutai). 6. Applying Elephant shield- liquid rubber paint to inner side between corner of pier cap floor and brickwork to restrict water seepage. 7. Providing suitable drainage arrangement as Engineers instruction. Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation,lead-lift & manlifter etc |
| 36 | NDT Tests - Performing Non-Destructive tests after approval of recommendation of agency by Engineer in -charge.The scope includes mobilization of testing team, preparation of test locations, carrying out tests using approved equipment, submission of detailed reports with observations, results, conclusions, and recommended corrective actions.(Rates of individual tests are given in Annexure – B)Note - All NDT tests shall be carried out only through NABL-accredited laboratories or Government-approved laboratories. The Contractor shall submit valid NABL accreditation certificates or Government approval documents prior to commencement of tests. |
| 37 | Schedule B – Work Need to execute Under SSR 2022-23 |
| 38 | Any item of SSR 2022-2023(Rates of schedule B - While quoting financial bid, bidder need to consider the estimated rate for all the items of (SSR 2022-2023) by considering annual escalation of 5% i.e. 15% for 2025-2026 and 2026-2027. Plus, an additional +5% for works falling within municipal corporation area.) |
| 39 | Schedule C – miscellaneous Item |
| 40 | Misc. Item approved as per procedure mention in Annexure A Total in Figures 0.0 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
